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Specific Water Well Detail |
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| Location Info | |||
| Owner: Wise, Willard | Status: Constructed | ||
| Location: T33S, R6E, Sec. 17, SW SW SW | County: Cowley | ||
| Directions: from Dexter: 5 mi W | |||
| Latitude: 37.1725095 | Longitude: -96.8052551 | Datum NAD 27 | |
| Latitude: 37.1725376 | Longitude: -96.8055647 | Datum NAD 83 | |
| Longitude and latitude calculated by Survey from township-range-section-quarter calls. Only good to within the quarter call accuracy. | |||
| View well on interactive map | |||
| General Info | ||
| Well Depth: 100 ft. | Elevation: ft. | |
| Static Water Level: 8 ft. | Est. Yield: 40 gpm. | |
| Comp. Date: 08-Sep-1978 | Well Use: Irrigation | |
| DWR Applic. #: | Other ID: | |
| Driller Info | ||
| Driller: Donald E. Bailey Drilling Co. | License #: 209 | |
| Scanned Form | |
| View scan of this form in PDF format. | |
You will need the Acrobat PDF Reader, available free from Adobe, to read this file. | |
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Chemical Sample Submitted?: No
Water Well disinfected?: | ||
| Ground water encountered: 0 ft. , 0 ft. , 0 ft. | ||
| Pump test data: Well water was 0 ft after 0 hours pumping 0 gpm | ||
| Casing Info | ||
| Casing Type:
Casing Joints: |
Diam: 0 in. to 0 ft
Diam: 0 in. to 0 ft Diam: 0 in. to 0 ft | |
| Casing height above land surface: in
Casing Weight: lbs/ft Wall thickness or gauge no.: | ||
| Screen and Perforation Info | ||
| Screen Type: | Screen Openings: | |
| Screen-perforated intervals | From: 0 ft to 0 ft
From: 0 ft to 0 ft From: 0 ft to 0 ft | |
| Gravel pack intervals | From: ft to ft | |
| Grout Info | ||
| Grout used: | From: 0 to 0 ft
From: 0 to 0 ft From: 0 to 0 ft | |
| Source of Possible Contamination | ||
| Source: | ||
| Direction from well: | Distance: 0 ft | |
| Lithologic Log
(Log data entered by KGS.) | ||
| From: 0 ft. to 2 ft. | soil, black | |
| From: 2 ft. to 4 ft. | shale, gray | |
| From: 4 ft. to 74 ft. | limestone, gray | |
| From: 74 ft. to 84 ft. | shale, gray | |
| From: 84 ft. to 96 ft. | red rock | |
| From: 96 ft. to 100 ft. | limestone, gray | |